CN207499427U - Assembly integrated precast superimposed sheet support system - Google Patents
Assembly integrated precast superimposed sheet support system Download PDFInfo
- Publication number
- CN207499427U CN207499427U CN201721633782.8U CN201721633782U CN207499427U CN 207499427 U CN207499427 U CN 207499427U CN 201721633782 U CN201721633782 U CN 201721633782U CN 207499427 U CN207499427 U CN 207499427U
- Authority
- CN
- China
- Prior art keywords
- superimposed sheet
- precast
- precast beam
- shaped steel
- support system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of assembly integrated precast superimposed sheet support systems, the support system includes precast beam, the split bolt being embedded in precast beam, shaped steel bracket, side, which is affixed, in the shaped steel bracket and precast beam is provided with multiple bolts hole, shaped steel bracket is fixed on the both sides of precast beam across bolt hole by the split bolt, type steel support is provided with above the shaped steel bracket, prefabricated superimposed sheet is provided with above the type steel support, last layer has been poured above the prefabricated superimposed sheet, I-steel is additionally provided in the precast beam, peg is reserved on the I-steel, the precast beam realizes the connection with last layer by peg.The assembly integrated precast superimposed sheet support system of the utility model makes simply, and easy for installation, without setting up scaffold at construction site scene, convenient and quick construction saves manpower and working hour, reduces construction cost.
Description
Technical field
The utility model is related to construction engineering technical fields, are supported more particularly to a kind of assembly integrated precast superimposed sheet
System.
Background technology
The part or all of component of building is prefabricated in the factory completion, then transports to construction site, component is passed through reliable
Connection mode assembling and the building built up, referred to as prefabrication.With the continuous development of assembled architecture, beam, plate
Use precast construction, although saving resource, construction-time, construction site is prefabricated to support according to needing to set up scaffold more
Superimposed sheet, and carry out pouring for prefabricated superimposed sheet, construction is complicated, needs to take a substantial amount of time and manpower, and construction cost is high,
Increase unnecessary measure expense.
Utility model content
For defect in the prior art or deficiency, the utility model innovatively proposes a kind of assembled integral
Prefabricated superimposed sheet support system makes simply, easy for installation, easy for construction fast without setting up scaffold at construction site scene
Victory saves manpower and working hour, reduces construction cost.
What the technical solution of the utility model was realized in：
Assembly integrated precast superimposed sheet support system, the support system include precast beam, are embedded in precast beam
Split bolt, shaped steel bracket are affixed side in the shaped steel bracket and precast beam and are provided with multiple bolts hole, the split bolt
Shaped steel bracket is fixed on the both sides of precast beam across bolt hole, above the shaped steel bracket is provided with type steel support, in institute
It states and prefabricated superimposed sheet is provided with above type steel support, last layer has been poured above the prefabricated superimposed sheet, described pre-
I-steel is additionally provided in beam processed, peg is reserved on the I-steel, the precast beam is realized by peg and last layer
Connection.
Preferably, the connection mode of the I-steel and peg is welding.
Preferably, the quantity of the bolt hole sets at least to two.
Preferably, include harness cord Screw arbor with nut at both-ends in the split bolt and be arranged on harness cord Screw arbor with nut at both-ends both ends for revolving
Tight fixing nut.
Preferably, the harness cord Screw arbor with nut at both-ends in the precast beam Yu precast beam both sides shaped steel bracket junction
Steel plate for sealing water is respectively arranged with, the thickness of the steel plate for sealing water is 3-5mm.
Compared with prior art, the beneficial effects of the utility model are：
The utility model discloses a kind of assembly integrated precast superimposed sheet support system, wherein, in precast beam
The junctions of shaped steel bracket of harness cord Screw arbor with nut at both-ends and precast beam both sides be respectively arranged with steel plate for sealing water, can enhance prefabricated
The seal in gap between beam, harness cord Screw arbor with nut at both-ends and shaped steel bracket；Shaped steel bracket and precast beam be affixed side be provided with it is more
A bolt hole can select different bolts hole to facilitate adjustment height, without setting up scaffold, saving is arranged according to construction requirement
Expense is applied, highly practical, use easy to spread.
The assembly integrated precast superimposed sheet support system of the utility model makes simply, easy for installation, without building
Building-site sets up scaffold, and convenient and quick construction saves manpower and working hour, reduces construction cost, has and preferably pushes away
Wide application value.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Reference numeral：
1st, precast beam；2nd, split bolt；3rd, shaped steel bracket；4th, bolt hole；5th, type steel support；6th, prefabricated superimposed sheet；7th, after
Pour layer；8th, I-steel；9th, peg；10th, harness cord Screw arbor with nut at both-ends；11st, fixing nut；12nd, steel plate for sealing water.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without creative efforts
All other embodiments obtained shall fall within the protection scope of the present invention.
As shown in Figure 1, the utility model provides a kind of assembly integrated precast superimposed sheet support system, the support
System include precast beam 1, the split bolt 2 being embedded in precast beam 1, shaped steel bracket 3, in the shaped steel bracket 3 and precast beam 1
It is affixed side and is provided with multiple bolts hole, the quantity of the bolt hole sets at least to two, and the split bolt 2 passes through bolt
Shaped steel bracket 3 is fixed on the both sides of precast beam 1, is provided with above the shaped steel bracket 3 type steel support 5, in the type by hole
The top of bracing members 5 is provided with prefabricated superimposed sheet 6, last layer 7 has been poured in the top of the prefabricated superimposed sheet 6, described pre-
I-steel 8 is additionally provided in beam 1 processed, peg 9, the connection side of the I-steel 8 and peg 9 are reserved on the I-steel 8
Formula is welding, and the precast beam 1 realizes the connection with last layer 7 by peg 9；The split bolt 2 includes harness cord to drawing
Screw rod 10 and 10 both ends of harness cord Screw arbor with nut at both-ends are arranged on for the fixing nut 11 that screws, logical in the precast beam 1
Silk Screw arbor with nut at both-ends 10 and the junction of the shaped steel bracket 3 of 1 both sides of precast beam are respectively arranged with steel plate for sealing water 12, the steel plate for sealing water
12 thickness is 3-5mm.
It before construction, needs that split bolt 2 is embedded in precast beam 1 in advance, and reserved quantity need to pass through corresponding calculating, institute
Shaped steel bracket 3 is stated using shaped steel, width and thickness need to be adjusted by construction demand, and shaped steel bracket 3 pastes beam side and reserves multiple bolts
Hole passes through convenient for split bolt 2, and shaped steel bracket 3 can adjust height, the type steel support 5 according to the position of different bolts hole
Be placed on shaped steel bracket 3, by shaped steel bracket 3 come adjusting elevation, after be fixed, the precast beam 1 using I-steel 8 with it is mixed
Soil combination beam is coagulated, peg 9 is reserved on I-steel 8, is connect by peg 9 come the last layer 7 with upper strata, the peg 9 is using weldering
It connects and is connect with I-steel 8, the prefabricated superimposed sheet 6 is precast prestressed superimposed sheet, to be transported to after being made according to mold
On-site hoisting, the last layer 7 are the prefabricated superimposed sheet 6 concrete cast-in-situ layer that scene carries out after installation is complete.
The assembly integrated precast superimposed sheet support system of the utility model is when in use, pre-buried in precast beam 1 in advance
Split bolt 2 requires the height and position of deterministic type steel corbel 3 according to specific absolute altitude, is then fixed afterwards, then by type steel support
5 are placed on shaped steel bracket 3, lift prefabricated superimposed sheet 6 after being fixed, and carry out pouring for last layer 7, precast beam 1 after the completion
Entirety is formed by the peg 9 on I-steel 8 and last layer 7.
The preferred embodiment of the upper only utility model, is not intended to limit the utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (5)
1. assembly integrated precast superimposed sheet support system, it is characterised in that：The support system include precast beam, be embedded in it is pre-
Split bolt, shaped steel bracket in beam processed are affixed side in the shaped steel bracket and precast beam and are provided with multiple bolts hole, described
Shaped steel bracket is fixed on the both sides of precast beam across bolt hole, is provided with shaped steel branch above the shaped steel bracket by split bolt
Support is provided with prefabricated superimposed sheet above the type steel support, and last layer has been poured above the prefabricated superimposed sheet,
Be additionally provided with I-steel in the precast beam, be reserved with peg on the I-steel, the precast beam by peg realize with
The connection of last layer.
2. assembly integrated precast superimposed sheet support system according to claim 1, it is characterised in that：The I-steel with
The connection mode of peg is welding.
3. assembly integrated precast superimposed sheet support system according to claim 1, it is characterised in that：The bolt hole
Quantity sets at least to two.
4. assembly integrated precast superimposed sheet support system according to claim 1, it is characterised in that：Spiral shell is drawn at described pair
Bolt, which includes harness cord Screw arbor with nut at both-ends and is arranged on harness cord Screw arbor with nut at both-ends both ends, is used for the fixing nut screwed.
5. assembly integrated precast superimposed sheet support system according to claim 4, it is characterised in that：Positioned at described pre-
Harness cord Screw arbor with nut at both-ends and the junction of the shaped steel bracket of precast beam both sides in beam processed are respectively arranged with steel plate for sealing water, the sealing
The thickness of steel plate is 3-5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721633782.8U CN207499427U (en) | 2017-11-30 | 2017-11-30 | Assembly integrated precast superimposed sheet support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721633782.8U CN207499427U (en) | 2017-11-30 | 2017-11-30 | Assembly integrated precast superimposed sheet support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207499427U true CN207499427U (en) | 2018-06-15 |
Family
ID=62507582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721633782.8U Expired - Fee Related CN207499427U (en) | 2017-11-30 | 2017-11-30 | Assembly integrated precast superimposed sheet support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207499427U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894518A (en) * | 2018-07-27 | 2018-11-27 | 华南理工大学 | A kind of supporter and its construction method of erecting plate |
| CN113250363A (en) * | 2021-06-02 | 2021-08-13 | 中建四局第一建筑工程有限公司 | Construction method of assembled prefabricated laminated slab and supporting structure used by same |
| CN114086711A (en) * | 2021-11-30 | 2022-02-25 | 中国建筑第五工程局有限公司 | Building assembly containing hilt-shaped reinforced concrete prefabricated slab and construction method thereof |
| CN115075613A (en) * | 2021-03-10 | 2022-09-20 | 中国建筑第八工程局有限公司 | Fabricated building supporting system and construction method thereof |
-
2017
- 2017-11-30 CN CN201721633782.8U patent/CN207499427U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894518A (en) * | 2018-07-27 | 2018-11-27 | 华南理工大学 | A kind of supporter and its construction method of erecting plate |
| CN115075613A (en) * | 2021-03-10 | 2022-09-20 | 中国建筑第八工程局有限公司 | Fabricated building supporting system and construction method thereof |
| CN115075613B (en) * | 2021-03-10 | 2024-01-23 | 中国建筑第八工程局有限公司 | Assembled building supporting system and construction method thereof |
| CN113250363A (en) * | 2021-06-02 | 2021-08-13 | 中建四局第一建筑工程有限公司 | Construction method of assembled prefabricated laminated slab and supporting structure used by same |
| CN114086711A (en) * | 2021-11-30 | 2022-02-25 | 中国建筑第五工程局有限公司 | Building assembly containing hilt-shaped reinforced concrete prefabricated slab and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207499427U (en) | Assembly integrated precast superimposed sheet support system | |
| US10808396B2 (en) | Building based on large-space structure and freestanding external envelope as well as construction method | |
| CN105649325B (en) | The adjustable tripod support system of assembly concrete shear wall structure and method | |
| CN107299683B (en) | Compound concrete-filled tubular column assembled docks node and connection method | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| US20140013683A1 (en) | Concrete slabe structural member and construction method for pouring same | |
| CN105696817A (en) | Multilayer cold-formed steel integrally prefabricated house and splicing method thereof | |
| CN108560719A (en) | The support installation method of super large span double-layer Bidirectional hanging rope structure | |
| CN105756369B (en) | A kind of structure built-in heat insulation decorates integrated prefabricated buildings and its construction method | |
| CN105019573A (en) | Prefabricated external wall template structure system with heat insulation function, and construction method thereof | |
| CN103982041A (en) | Method for constructing reinforced-concrete prefabricated element fabricated building with frame structure system | |
| CN206903022U (en) | A kind of steel bar truss floor support plate | |
| CN104032904A (en) | Combined assembled type stairway | |
| CN112196107B (en) | Prefabricated assembled type steel reinforced concrete primary and secondary beam connection node | |
| CN108708452B (en) | U-shaped integral prefabricated bay window component, assembled bay window node structure and construction method thereof | |
| CN109809277A (en) | Existing building uses the additional elevator structure of assembled and its construction method | |
| CN107762161B (en) | A kind of energy-saving assembled system of steel residential structure and installation method | |
| CN104631650B (en) | Screen plate outer wall with heat insulation layer and construction method | |
| CN107268417A (en) | A kind of highway steel reinforced concrete combined beam structure based on assembling | |
| CN208472972U (en) | A kind of steel bar girder plate end connecting joint structure | |
| CN108756038A (en) | Assembly concrete shear wall and floor support plate rigid connection node and construction method | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN109853973A (en) | For the field erected overhanging type supporting and positioning device of prefabricated air-conditioning plate | |
| CN102287050B (en) | Construction method for long-span steel reinforced concrete roof truss | |
| CN203977742U (en) | A kind of combination assembled stair |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180615 Termination date: 20191130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |